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- Bea, Xu, Stear, and RamosBea
et al.1999
-
Bea, R., Xu, T., Stear, J., and Ramos, R. (1999).
``Wave forces on decks of offshore platforms.'' J. Waterway,
Port, Coastal and Ocean Engineering, 125(3), 136-144.
- BuchnerBuchner1995
-
Buchner, B. (1995).
``The impact of green water on fpsos.'' Proc. 27th Offshore
Technology Conference, Vol. OTC 7698, Offshore Technology Conference.
45-57.
- Cox and OrtegaCox and
Ortega2002
-
Cox, D. T. and Ortega, J. A. (2002).
``Laboratory measurements green water overtopping a fixed deck.'' Ocean Engineering, 29, 1827-1840.
- Cox and ScottCox and
Scott2001
-
Cox, D. T. and Scott, C. (2001).
``Exceedance probability for wave overtopping on a fixed deck.'' Ocean Engineering, 28, 707-721.
- ForristallForristall1984
-
Forristall, G. (1984).
``The distribution of measured and simlulated wave heights as a
function of spectral shape.'' J. Geophys. Res., 89(C6),
10,547-10,552.
- ForristallForristall2000
-
Forristall, G. (2000).
``Wave crest distributions: observation and second-order theory.'' J. Phys. Oceanogr., 30, 1931-1942.
- Franco and FrancoFranco and
Franco1999
-
Franco, C. and Franco, L. (1999).
``Overtopping formulas for caisson breakwaters with nonbreaking 3d
waves.'' J. Waterway, Port, Coastal and Ocean Engineering, 125(2),
98-108.
- Haring, Osborne, and SpencerHaring
et al.1976
-
Haring, R., Osborne, A., and Spencer, L. (1976).
``Extreme wave parameters based on continental shelf storm wave
records.'' Proc. 15th Conf. on Coastal Eng., Vol. 1, ASCE. 151-170.
- Hellan, Hermundstad, and StansbergHellan
et al.2001
-
Hellan, O., Hermundstad, O., and Stansberg, C. (2001).
``Designing for wave impact on bow and deck structures.'' Proc. 11th ISOPE Conference, Vol. 1, ISOPE. 349-357.
- Kendall and StuartKendall and
Stuart1963
-
Kendall, M. and Stuart, A. (1963).
The advanced theory of statistics, chapter 3.12-15 and 6.17-20.
Charles Griffin, London, 4th edition.
- Kriebel and DawsonKriebel and
Dawson1993
-
Kriebel, D. and Dawson, T. (1993).
``Nonlinearity in wave crest statistics.'' Proc. Ocean Wave
Measurement and Analysis, ASCE. 61-75.
- Leonhardsen, Ersdal, and KvitrudLeonhardsen
et al.2001
-
Leonhardsen, R., Ersdal, G., and Kvitrud, A. (2001).
``Experience and risk assessment of fpsos in use on the norwegian
continental shelf: Descriptions of events.'' Proc. 11th ISOPE
Conference, Vol. 1, ISOPE. 309-314.
- Mori and YasudaMori and
Yasuda2002a
-
Mori, N. and Yasuda, T. (2002a).
``Effects of high-order nonlinear wave-wave interactions on gravity
waves.'' Ocean Engineering, 29(10), 1233-1245.
- Mori and YasudaMori and
Yasuda2002b
-
Mori, N. and Yasuda, T. (2002b).
``A weakly non-gaussian model of wave height distribution for random
wave train.'' Ocean Engineering, 29(10), 1219-1231.
- Myrhaug and KjeldsenMyrhaug and
Kjeldsen1987
-
Myrhaug, D. and Kjeldsen, S. (1987).
``Prediction of occurrences of steep and high waves in deep water.'' J. Waterway, Port, Coast. and Ocean Eng., 113(2), 122-138.
- StansbergStansberg1993
-
Stansberg, C. (1993).
``Propargation-dependent spatial variations observed in wavetrains
generated in a long wave tank.'' Report No. 490030.01, MARINTEK Data
Report.
- Yasuda and MoriYasuda and
Mori1994
-
Yasuda, T. and Mori, N. (1994).
``High order nonlinear effects on deep-water random wave trains.'' International Symposium: Waves-Physical and Numerical Modelling,
Vol. 2, Vancouver. 823-332.
2002-11-26